EXPERIMENTAL INVESTIGATION ON THE BEHAVIOURS OF RC FILLED CIRCULAR STEEL TUBULAR BEAMS

摘要：

In order to clarify the effect of experimental parameters (strength of concrete, width-thickness ratio, arrangement of reinforcing bars and ribs) on mechanical characteristics of RCFT (reinforced concrete filled steel tube) beams, bending test on circular beam specimens of hollow steel tube, CFT (concrete filled steel tube) and RCFT were carried out. According to the experimental results, it is understood that placing steel bar in filled concrete can effectively restrain the generation of bending cracks in elastic region, avoid the shear failure of filled concrete, and improve the bending bearing capacity and ductility of RCFY beams.

关键词： RCFT CFT bending test bending bearing capacity ductility failure mode

作者: H. Wei J. H. Wei Y. F. Feng H. J. Wang

作者单位: College of Civil Engineering, Shenyang University of Technology, Shenyang, China Benxi Guangyuan Environmental Engineering Ltd, Benxi, China

会议类型: 国际会议

会议名称: 2007年土木工程结构创新与可持续发展国际会议(The International Symposium on Innovation & Sustainability of Structures in Civil Engineering)

会议地点: 上海

会议语种:英文

页码: 604-611

在线出版日期: 2007-11-28（万方平台首次上网日期，不代表论文的发表时间）